Tender For Development Of Heliport At Rakkar (Kangra) Heliport, Himachal Pradesh. (Sh:- Civil, Ws & Si, Ei, Fire Fighting, Fire Alarm System And Surveillance System Etc.), Kangra-Himachal Pradesh

TDR : 47236044

Tender Notice
BOQ

Expired

Kangra , Himachal Pradesh

Tender Brief : Tender For Development Of Heliport At Rakkar (Kangra) Heliport, Himachal Pradesh. (Sh:- Civil, Ws & Si, Ei, Fire Fighting, Fire Alarm System And Surveillance System Etc.)

Document Fees
₹ 5000 /-

EMD
₹ 1414907.0 /-

Tender Value
₹ 7.07 Crore /-

Submission Date
28-01-2025

Competition Type
Indian

Bidding Type
Tender

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1	Civil WorkSurface dressingin all kind of soils , forthe ground including removing vegetation and in-equalities upto all heights and disposal of rubbish materails upto dumping site of HPPWD/MC as approved by Engineer-in- Charge..
2	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areasincluding getting out and disposal of excavated earth at approved dumping sitel by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. dumping site/disposel site shall be arranged by the contractor at own cost and nothing shall be paid extra.All kinds of soil
3	Extra for every additional lift of 1.5m or part thereof in excavation / banking excavated or stacked materialsincluding carriage of materialin all leads and lifts of materials in foundation and plinth and as per direction of Engineer -in -charge.
4	Filling availableexcavated earth in all kind of soils ,in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each depositedlayerby rammingand watering,including carriage of material in all leads and lifts as per the direction of Engineer-in- Charge.
5	Excavating,spplying,stacking and filling of local earth ( including royalty)bymeachanical transport upto a lead of 5 km also including ramming and watering of the earth in layersnot exceeding 20cm in foundation trenches,plinth,sides of foundation etc.complete for all lift. including carriage of material in all leads and lifts as per the direction of Engineer-in- Charge.
6	Preparation and consolidation of sub grado wilh power road roller of 8 to 12 tonne capacity after excavating earth to an average ol 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and ra-rolling tho sub grade and disposal of surplus earth with lead upto 50 metres.including carriage of material in all leads and lifts as per the direction of Engineer-in- Charge.
7	Extra for compaction of earth work in embankment under optimum moislure conditions to give at least 957o of the maximum dry density (proctor density).including carriage of material in all leads and lifts as per the direction of Engineer-in- Charge.
8	Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
9	Supplyingchemicalemulsioninsealedcontainersincluding delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
10	Diluting and injecting chemical emulsion for post construction anti termite treatment Treatmentofsoilunderfloorsandapronusingchemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the Plinth level :With Chlorpyriphos/Lindane E.C. 20% with 1% concentrationincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
11	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level. 1:4:8 ( 1 cement : 4 coarse sand zone II derived from natural sources,8 graded stone aggregate 40mm nominal size derived from natural sources including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
12	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
13	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
14	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
15	Providingandlayingdamp-proofcourse40mmthickwith cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III):4 graded stone aggregate 12.5mm nominal size) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
16	Extraforprovidingandmixingwaterproofingmaterialin cementconcrete workin dosesby weightof cementas per manufacturer\"s specification workindosesbyweightofcementaspermanufacturer\"s specification.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
17	Providing & applying a coat of residual petroleum bitumen of gradeofVG-10ofapprovedquality using1.7Per Kilogrammepersquare metre on damp proof course aftercleaning thesurface with brushesandfinallywithapieceofclothlightlysoakedin kerosene oil.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
18	Extra tor addition of synthetic Polyester triangular fibte of length 12mm. Bffectivo diameter \"10-40 microns and specific gravity of 1.34 to 1.40 in cement oncrele/RCC /Flooring/water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Per Kilogramme cemont used including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
19	ProvidingandlayinginpositionreadymixedM-25grade concrete for reinforced cement concrete work, using cement contentasperapproveddesignmix,manufacturedinfully automaticbatchingplantandtransportedtositeofworkin transitmixer for all leads, having continuousagitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping ofR.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including costofadmixturesinrecommendedproportionsasperIS: 9103 to accelerate/ retard setting of concrete,improve workabilitywithoutimpairingstrengthanddurabilityasper direction of the Engineer-in-charge.(Note:-Cementcontentconsideredinthisitemis@330 Per Kilogramme/Per cubic Metre.Excess/lesscement usedasperdesignmixis payable/recoverable separately) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
20	All works upto Plinth level concrete of M25 grade with minimum cement content of 330Per Kilogramme/Per cubic Metre
21	All works above plinth level upto floor V level concrete of M25 grade with minimum cement content of 330 Per Kilogramme/Per cubic Metre
22	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .Thermo-Mechanically Treated bars of grade Fe-500D or more..(TATA/Sail/Jindal Make or equivalent ) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
23	Providing from work with steel plates 3.15 mm (three decimal fifteen millimeter ) thick welded with angle iron in frame 30X30X5 mm (thirty into thirty into five millimeters )so as to give a fair finish including centering , shuttering ,strutting and propping etc. with wooden battens and ballies for all heightsof propping and centering below supporting floor to ceiling & removal of same for in-situ reinforced concrete and plain concrete workincluding carriage of materialin all leads and lifts of materials as per direction of Engineer -in -charge.
24	Foundation, footing, bases of columns etc. for mass concrete
25	Lintels, beams, plinth beams, girders, bressumers and cantilevers
26	Columns, Pillars, Piers, Abutments, Posts and Struts
27	Suspended floors,roof,landing,balconies and access platform
28	Walls (any thickness) including attached pilasters,butteresses,plinth and string courses etc.
29	Small lintels not exceeding 1.5 m clear span, moulding as in cornices,windowsills,stringcourses,bands,copings,bed plates, anchor blocks and the like
30	Weather shade, Chajjas, corbels etc., including edges
31	Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) including carriage of materialin all leads and lifts of materials as per direction of Engineer -in -charge.
32	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. (2nd class)
33	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.(2nd class)
34	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level. Cement mortar 1:4 (1 cement :4 coarse sand) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. (2nd class)
35	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
36	Providingandfixing18mm thick gangsawcut,mirror polished, premoulded and prepolished, machine cut for kitchenplatforms,vanitycounters,windowsills,faciasand similar locations of required size, approved shade, colour and texturelaidover20mmthickbasecementmortar1:4(1 cement:4coarsesand),jointstreatedwithwhitecement, mixedwithmatchingpigment,epoxytouchups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Granite of any colour and shade
37	Area of slab upto 0.50 Per Square Metre
38	Area of slab over 0.50 sum.
39	Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
40	300x10 mm
41	Providing and fixing aluminium handle ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
42	125 mm
43	Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete: including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
44	a) Twin rubber stopper
45	Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
46	Providing and fixing 25mm wooden planking,tongued and grooved in flooring,including fixing with iron screws complete with second class teak woodincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
47	Providing & fixing stone slab with table rubbed,edges rounded and polished of size 75x50 cm deep and 1.8cm thick fixed on parapet top by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size ) as per direction of Engineer in charge and finished smooth.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
48	Granite stone of approved make.
49	Providing edge moulding to 18 mm thick marble stone counters,Vanitiesetc.,includingmachinepolishingtoedge to give high gloss finish etc. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Granite work
50	Extra for fixing marble /granite stone, over and above correspondingbasicitem,infaciaanddropsofwidthupto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
51	Extra for providing opening of required size & shape for wash basin/kitchensinkinkitchenplatform,vanitycounterand similarlocationinmarble/Granite/stonework,including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
52	ProvidingandlayingflamedfinishGranitestoneflooringin required design and patterns,in linear as well as curvilinear portionsofthe buildingall completeas perthe architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laidandjointedwithcementslurryandpointingwithwhite cement slurryadmixed with pigment of matching shade includingrubbing,curingandpolishingetc.allcompleteincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
53	Flamed finish granite stone slab Jet Black, Cherry Red, EliteBrown, Cat Eye or equivalent.
54	Providing and fixing aluminium sliding door bolts ISI marked anodised(anodiccoatingnotlessthan gradeAC 10as per IS:1868)transparentordyedtorequiredcolourorshade with nuts and screws etc. complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
55	300x16 mm
56	Providingandfixing Kota stone slab flooring over 20mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab cement mortor 1:4 ( 1 cement : 4 coarse sand ) 25mm thick including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
57	Providingandfixing kota stone slabs 20mm thick in risers of steps,skirting,dado and pillars laid on 12mm (average ) thick cement mortor 1:3 ( 1 cement 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs,including rubbing and polishing complete. for skirting including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
58	ProvidingandfixingIstqualityceramicglazedwall tiles size 300x300 conformingtoIS:15622 ,ofapprovedmake NITCO/KAJARIA or equivalent,inallcolours,shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over12mmthickbedofcementmortar1:3(1cement:3 coarsesand)[email protected] Kilogramme per Per Square Metre, includingpointingin whitecement mixedwith pigment of matching shade complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
59	Providingandlayingvitrifiedfloor tilesSize600x600 mm (thicknesstobespecifiedbythemanufacturer)withwater absorption less than 0.08% and conforming to IS: 15622, of approvedmake NITCO/KAJARIA or equivalent ,inallcoloursandshades,laidon20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3Per Kilogramme/Per Square Metre including groutingthe joints with white cement and matching pigments etc., complete. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
60	ProvidingandlayingrectifiedGlazedCeramicfloortilesof size 300x300 mmor more (thickness to be specified by the manufacturer),of1stqualityconformingtoIS:15622,of approvedmake NITCO/KAJARIA or equivalent,incoloursWhite,Ivory,Grey,FumeRed Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3Per Kilogramme/ Per Square Metre including grouting the joints with white cement and matching pigments etc., complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
61	Providingandlayingvitrifiedfloor tilesindifferentsizes (thicknesstobespecifiedbythemanufacturer)withwater absorption less than 0.08% and conforming to IS: 15622, of approvedbrand&manufactureinallcoloursandshedein skirting,riserofsteps,laid with cementbasedhighpolymer modified quick set tile adhesive ( water based )confirming to IS15477inaverage6mmthicknessincludinggroutingof joints ( payment for grouting of joints to be made separately).Size of Tile 600x600 mm
62	Providing and laying ceramic glazed floor tiles of size 300x300 mm ( thickness to be specified by the manifacture ) of 1st quality confirming to IS : 15622 of approved make NITCO/KAJARIA or equivalent in colours such as white,Ivory,Grey,Fume Red Brown,laid on 20mm thick cement mortor 1:4 ( 1 cement : 4 coarse sand )jointing with grey cement slurry @ 3.3 Per Kilogramme/Per Square Metre including pointing the joints with white cement and matching pigment etc.complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
63	62mm thick cement concrete flooring with concrete hardner topping,under layer 50mm thick cement concrete 1:2:4 ( 1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size ) and top layer 12mm thick cement hardner consisting of mix 1:2 ( 1 cement hardner mix : 2 graded stone aggregate.6mm nominal size ) by volume,hardening compoundmixed @ 2 lit per 50 Per Kilogramme of cement or as per manufacture\"s specification.This includes cost of cement slurry,but excluding the cost of nosing of steps etc.complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
64	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter lockingmetalgridofhotdippedgalvanizedsteelsections( galvanized@120 grams/Per Square Metre,bothside inclusive) consistingofmain\"T\"runnerwithsuitablyspacedjointsto getrequiredlengthandofsize24x38mmmadefrom0.30 mmthick(minimum)sheet,spacedat1200mmcenterto centerandcross\"T\"ofsize24x25mmmadeof0.30mm thick (minimum) sheet, 1200 mm long spaced between main \"T\"at600mmcentertocentertoformagridof1200x600 mmandsecondarycross\"T\"oflength600mmandsize 24x25mmmadeof0.30mmthick(minimum)sheettobe interlockedatmiddleofthe1200x600mmpaneltoform gridsof600x600mmandwall angleof size24x24x0.3 mm andlayingfalseceilingtilesofapprovedtextureinthegrid including,requiredcutting/making,openingforserviceslikediffusers, grills, light fittings, fixtures, smoke detectors etc. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
65	GI Metal ceiling Lay in perforated Tegular edge global white color tiles of sie 595x595mm
66	Providing & laying Gypsum panel partition 100mm thick with water proof gypsum panels of size 666x500x100mm made of calcite phosphor gypsum fixed with tongue and groove edges and jointed with bonding plaster as per manufacturer\" specification in superstructure above plinth level upto floor V panel.Gypsum blocks will have a minimum compressive strength of 9.3 Per Kilogramme/cm2 Gypsum panel partitionsincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
67	Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board confirming to IS ; 12823 Grade I Type II,in panelling fixed in aluminium doors,windows shutters etc.complete Prelaminated particle board with decorative lamination on both sidesincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
68	Providing and laying APP 3mm thick(Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/Per Square Metre by the same membrane manufacture of density at 25°C, 0.87-0.89 Per Kilogramme/litre and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of theincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
69	Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to thewoven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
70	Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
71	Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
72	Providing and fixing precoated galvanised iron profile sheets {size,shape andpitchofcorrugationasapprovedby Engineer-in- Charge) of total coated thickness0.50 mm (base metal of minimum0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per Per Square Metre as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should haveprotectiveguardfilm of 25 micronsminimumto avoidscratches during transportation andshouldbe suppliedin singlelengthupto12 metreoras desiredbyEngineer-in- charge. Thesheetshallbe fixed using self drilling /self tapping screwsof size (5.5x 55 mm) with EPDM seal, completeupto any pitch in horizontaV vertical or curvedsurfaces, excludingthe cost of purlins, rafters and trusses and including cutting to size and shape wherever required. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make TATA/Jindal or equivalent.
73	Providing and fixing precoated galvanised steel sheet roofing accessories of total coatedthickness0.50mm(basemetalof minimum0.45mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per Per Square Metre as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyestertop coat 15-18microns using self drilling/ self tapping screws complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make TATA/Jindal or equivalent.
74	Ridge plain(500 -600 mm)
75	Providing and fixing precoated galvanised steel sheet roofing accessoriesof total coatedthickness0.50mm(basemetalof minimum0.45mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per Per Square Metre as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyestertop coat 15-18microns using self drilling/ self tapping screws complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make TATA/Jindal or equivalent.
76	Gutter (600 mm over all girth)
77	Providing and fixing precoated galvanised steel sheet roofing accessories of total coatedthickness0.50mm(basemetalof minimum0.45mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per Per Square Metre as per IS: 277, in 240 mpa steelgrade, 5-7 microns epoxy primer on both side of the sheet and polyestertop coat 15-18microns using self drilling/ self tapping screws complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make TATA/Jindal or equivalent.
78	Flashings/ Aprons.( Upto 600 mm)
79	12 mm cement plaster in single coat on fair /rough side of brick/concrete/stone walls for External and internal plastering upto all heights and above including arises, internal rounded angles, chamfers and/or roundedangles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 ( 1 cement : 6 sand) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
80	18 mm cement plaster in single coat on fair /rough side of brick/concrete/stone walls for External and internal plastering upto all heights and above including arises, internal rounded angles, chamfers and/or roundedangles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 ( 1 cement : 6 sand) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
81	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make ASIAN/Nerolac or equivalent
82	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make ASIAN/Nerolac or equivalent
83	Wall painting with acrylic emulsion paint two coats , having VOC (VolatileOrganicCompound)contentlessthan50grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colourincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make ASIAN/Nerolac or equivalent
84	Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 Per Square Metre) over and including priming coat of exterior primer applied @ 2.20Per Kilogramme/10 Per Square Metre including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make ASIAN/Nerolac or equivalent
85	Finishing walls with water proofing cement paint of required shade.New work ( two or more coats appiied @ 3.84 Per Kilogramme/10 Per Square Metre )including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make ASIAN/Nerolac or equivalent
86	Applying priming coats with ready mixed zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make ASIAN/Nerolac or equivalent
87	Painting with black anti corrosive bitumastic paint of approved brand and manufature ti give an even shade Two or more coats on new workincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
88	Paiting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an unde coat of suitable shade with ordinary paint including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make ASIAN/Nerolac or equivalent
89	Painting with aluminium paint of approved brand and manufacture to give an even surfaceTwo or more coats on new work including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
90	Finishing with Epoxy paint ( two or more coats ) on steelat all locations prepared and applied as per manufacture\"s specification including appropriate priming coat,preparation of surface etc.complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make ASIAN/Nerolac or equivalent
91	Providingandfixingaluminiumworkfordoors,windows, ventilatorsand partitionswithextrudedbuiltupstandard tubular sections/ appropriate Z sections and other sections of approvedmakeconformingtoIS:733andIS:1285,fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleatangle,Aluminiumsnapbeadingforglazing/paneling, C.P.brass/stainlesssteelscrews,allcompleteasper architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid forseparately) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. MAke Jindal or equivalent.
92	For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodiccoating of grade AC 15)
93	For shutters of doors, windows & ventilators includingprovidingandfixinghinges/pivotsandmakingprovisionfor fixing of fittings wherever required including the cost of EPDMrubber/neoprenegasketrequired(Fittingsshallbe paid for separately)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
94	Providing and fixing double glazed hermetically sealed glazinginaluminiumwindows,ventilatorsandpartitionetc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers,desiccants,sealant(Bothprimaryandsecondary sealant) etc. as per specifications, drawings including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
95	Providingandfixingdoubleactionhydraulicfloorspringof approvedbrandandmanufactureconformingtoIS:6315, having brand logo embossed on the body / plate with double springmechanismanddoorweightupto125Per Kilogramme,fordoors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floorfinishingandcoverplateswithbrasspivotandsingle piece M.S. sheet outer box with slide plate etc. complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
96	With brass cover plate minimum 1.25 mm thickness
97	With brass cover plate minimum2.25 mm thickness
98	Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stoneworkby providingweathersiliconsealantover backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
99	Providingandfixingaluminiumtubularhandlebar32mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
100	Anodized (AC 15 ) aluminium tubular handle bar pain
101	Anodized (AC 15 ) aluminium tubular handle bar designed
102	Providing and fixing 100mm brass locks (best make of approvedquality)foraluminiumdoorsincludingnecessary cutting and making good etc. complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
103	Providing and fixing 12 mm thick frameless toughened glass doorshutterofapprovedbrandandmanufacture,including providingandfixingtop&bottompivot&springtypefixing arrangementandmakingnecessaryholesetc. forfixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopperetc.to be paid separately) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
104	Providing and fixing glazing in aluminium door, window, ventilatorshuttersandpartitionsetc.withEPDMrubber/ neoprene gasket etc. complete as per the architectural drawings including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
105	With float glass panes of 8 mm thickness
106	Providing and supplying aluminium extruded tubular and otheraluminiumsectionsasperthearchitecturaldrawings andapprovedshopdrawings,thealuminiumqualityasper grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in Charge.(Theitemincludescostofmaterialsuchascleats, sleeves,screwsetc.necessaryforfabricationofextruded aluminiumframework.Nothingextrashallbepaidonthis account) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
107	Designing, fabricating, testing, protection, installing and fixing inpositionsemi(grid)unitizedsystemofstructuralglazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge including:a)Structuralanalysis&designandpreparationofshop drawings for the specified design loads conforming to IS 875 partIII(the systemmust passedthe prooftest at1.5 times design wind pressure without any failure), including functional designofthealuminumsectionsforfixing glazingpanels of variousthicknesses,aluminiumcleats,sleevesandsplice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structuralandweathersiliconesealants,flashings,firestop (barrier)- Per cubic Metre-smoke seals, microwave cured EPDM gaskets forwatertightness,pressureequalisation&drainageand protection against fire hazard including:
108	b) Fabricating and supplying serrated M.S. hot dip galvanised/Aluminiumalloyof6005T5bracketsofrequiredsizes, sectionsandprofilesetc.toaccommodate3Dimentional movementforachievingperfectverticalityandfixing structuralglazingsystemrigidlytotheRCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator topreventbimetalliccontactswithnutsand washersetc.of stainlesssteelgrade316,oftherequiredcapacityandin required numbers.
109	c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment,includingdoublesidedspacertape,setting blocksandbackerrod,allofapprovedgrade,brandand manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
110	d) Providing and fixing in position flashings of solid aluminium sheet1mmthickandofsizes,shapesandprofiles,as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
111	e)Makingprovisionfordrainageofmoisture/waterthat entersthecurtainglazingsystemtomakeitwatertight,by incorporatingprinciplesofpressureequalization, roviding suitable gutter profiles at bottom (if required), making necessaryholesofrequiredsizesandofrequirednumbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid,installationofglazedunits,T&P,scaffoldingandother incidentalchargesincludingwastagesetc.,enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost ofgettingallthestructuraland unctionaldesignincluding shop drawings checked by a structural designer, dully approved by Engineer-in-charge.The itemalso includes the costofallmockupsatsite,costofallsamplesofthe individual components for testing in an approved laboratory, fieldtestsontheassembledworkingstructuralglazingas specified, cleaning androtection till the handing over of the buildingforoccupation.Intheend,theContractorshall provide a water tight structural glazing having all the performance haracteristics etc. all complete as required, as pertheArchitecturaldrawings,asperitemdescription,as specified, as per the approved shop drawings and as directed by the Engineerin-Charge.
112	Note:-1.Thecostofprovidingextrudedaluminiumframes, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steelwire meshshall bepaid forseparately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (includingwidthofgrooves)ontheexternalfaceshallbe measured in Per Square Metre. up to two decimal places.
113	Note:-2. The following performance test are to be conducted onstructuralglazingsystemifareaofstructuralglazing exceeds2500Per Square Metrefrom thecertifiedlaboratories ccreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies,India.Costoftestingispayable eparately. TheNITapprovingauthoritywilldecidethenecessityof testing on the basis of cost of the work, cost of the test and importanceofthework.PerformanceTestingofStructural glazingsystemTeststobeconductedintheNBLCertified laboratoriesPerformance Laboratory Test for Air Leakage Test (-50pa to– 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”StaticWaterPenetrationTest.(50pato1500pa)asper ASTME- 331- 09 testing method for a range up to 2000 ml.”Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml”StructuralPerformanceDeflectionand deformationby static air pressure test (1.5 times desing wind pressure without any failure)asperASTME-330-10testingmethodforarange upto 50 mm”Seismic MovementTest (upto 30 mm) as per AAMA 501.4- 09 testing method for Qualitative test” Tests to be conducted onsite6.OnsiteTestforWaterLeakageforapressure range 50 kpa to 240 kpa (35psi) upto 2000ml”Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
114	Designsupply&installationofsuspendedSpiderGlazing system designed to withstand the wind pressure as per IS 875 (Part- III). The Suspended System held with Spider Fittings of SS-316 Grade Steel ofapproved anufacturerwithglasspanelhaving12mm thick clear toughened glass held together with SS- 316 Grade Stainlesssteel Spider&boltassemblywithlaminatedglassfins21mm thick. The Glassfinsandglasspanelassemblyshallbeconnectedto Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor boltsandatthebottomusingSSchannelof50x25x2mm using fastener&anchorbolts,nonstainingweathersealantsofapproved make,Teflon/nylonbushesandseparatorstopreventbi- metallic contacts,allcompletetoperformasperspecificationand approved drawings.Thecompletesystemtobedesignedto accommodate thermalexpansion&seismicmovementsetc.Thejoints between glass panels (6 to8 mm)and gapsat theperimeter &in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. Therateshallincludealldesign,Engineeringandshop drawing includingapprovalfrom structuraldesigner, labour,T&P, scaffolding, otherincidentalchargesincludingwastage,enabling temporary servicesallfittingfixersnutbolts,washer,Bufferplates, fastener, anchors,SSchannellaminatedglassetc.allcomplete.For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
115	Supplying and stacking of hard stone ( for stone ptching )including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. 22.5cm thick
116	Dry stone pitching 22.5cm thick laid in courses and required proile with hammer dressed stone having no side less than 15 cm with minimum depth of 20cm including preparing the bedding surface etc.all complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
117	Supplying and fixing rolling shutters of approved make ,made of required size M.S.Laths,interlocked together through their entire length and jjointed together at the end by end locks,mounted on specially designed pipe shaft with brackets,side guides and arrangement for inside and outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adeuate strength confirming to IS.4454 PART 1 and m.s.top cover of required thickness for rolling shutters including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
118	80x1.25mm m.s.laths with 1.25mm thick top cover
119	Providing & fixing ball bearing for rolling shutters
120	Structural steel work riveted,bolted or welded in built up sections,trusses and framed work,including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer all complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
121	Steel work welded in built up sections / framed work including cutting,hoisting,fixing in position and applyinga priming coat of approved steel primer using structural steel etc.as required including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make TATA/Sail/Jindal or equivalent.
122	In grating,frames,guard bar,ladder,railing,brackets,gates and similar works.
123	Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilled holes upto 10mm dia. etc.complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make TATA/Sail/Jindal or equivalent.
124	Chequerred precast cement concrete tiles 22 mm thick in foot path on 20 mm thick bed of cement mortar (1:4). Dark shade using ordinary cement including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make TATA/Sail/Jindal or equivalent.
125	Providing and fixing G.I.chain link fabric fencing of required width in mesh size 50x50mm including strengthening with2mm dia.wire or nuts,bolts and washers as required complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
126	made of G.I.wire of dia.4 mm PVC coated to achieve uter dia not less than 5mm in required colour and shade.
127	Providing and applying tack coat using bitumen emulsion conforming to lS: 8887, using emulsion pressure distributer including preparing tho surface & cleaning with mechanical broom. With medium setting bitumen emulsion On W.B.M / W.M.M. @ 0.4k9/Per Square Metre including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
128	Providing and applying tack coat using bitumenEmulsion conforming to lS: 8887, using emulsion pressure distributer including preparing the surfaca & cleaning with mechanical broom. With medium setting bilumen emulsion On biluminous surface @ 0.25Per Kilogramme /Per Square Metre including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
129	Providing and laying Dense Graded Bituminous Macadam Using Crushed Stone aggregates of specified grading. Premixed with bituminous binder and filler, transporting the hot mix to work site by tippers,laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers as per specifications to achive the desired compaction and density.Complete as per specificationsand directions of Engineer -In -Chrage. 50-100mm averge compact thickness with bitumen of grade VG-30 @ 5.5 % (percentage by weight of total mix) and lime filler @3% (Percentage by weight by agreegate) prepared in Batch Type hot mix plant of 100-120TPH capacity including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
130	Providing and laying Bituminous concrete using crushed stoneaggregates of specified grading,premixed with bituminous binder and filler transporting the hot mix fo. wark site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and densily as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
131	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts,laying in uniform layers with mechanical paver] finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 ta 10) tonne capacity to achievethe desired density, complete as per specifications including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
132	Painting runway/taxi track/apron marking with adequate nos of coats to giveuniform finish with road! marking paint of superior make as approved by the Engineer-incharge, ic cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and\| lining out complete.New work (Two or mare oats) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
133	Painting road surface marking with adequate nos of] coals to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.New Wark (Two or more coats) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
134	Providing and laying NTC make 80 mm thick factiory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick” compacted bed ofcoarse sand, filing the joints with line sand etc. all complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
135	Granular Sub-Base with Coarse Graded Material (Table:- 400-1 & 400-2) Construction of granular subbase by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface to required gradient, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve at least 98% of maximum dry density (determined using Modified Prcctor Test), to achieve at least 30% of CBR Value, complete as per Clause 401 of MORTH 5th Revision. For Grading (iii) Material
136	Dry Lean Cement Concrete Sub-base:- Construction of dry lean cementconcrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 1S:383, aggregate gradation after blending to be as per Table 600-1 of MORTH 5th Revision, with minimum cement content of 150 Per Kilogramme/Per cubic Metre or as per mix design (whichever is more), Concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-12 tonnes vibratory roller, finishing and curing. Complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
137	Providing and laying design mix cement concrete of M-30 grade in road/taxi tracks/runways,using cement concrete as per design mix,using coarse sand and graded stone aggregate of 40mm nominal size in approprite propoertions as per approved & specified design criteria,providing dowel bars with sleevel/tie bars wherever required,laying at site,spreading and compacting mechanically by using needle and surface vibrators,levelling to required slope/camber,finishing with required texture,including steel form with sturdy M.S.Channel sections,curing,making provision for traction/expansion,construction & longitudinal joints ( 10mm wide x 50mm deep ) by groove cutting machine,providing and filling joints with approved joint filler and sealants,complete all as per direction of Engineer in charge ( Item of jointfillers,dowel bars with sleeve/tie bars to be paid separately ) cement concrete prepared with batch mixing machine including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
138	Extra for providing and laying in position site batched design mix of cement concrete of M40 grade with minimum cement content of 390 Per Kilogramme/Per cubic Metre.Note : 1) Rate diffeerence of CPWD DSR 2023 Item no. 5.33.1,2 (M30 grade design mix concrete) and Item No.5.33.1.4 (M40 grade design mix concrete) considered. 2) Note : Extra cement upto 10 % of the minimum specified cement content in design mix is more than 1.10 timess of the sepcified minimum cement content,the conttractor shall have sicretion to either re-design the mix or bear the cost of extra cement.
139	Providing and fixing pre moulded joint filler in expansion joints of RCC /CC pavements after making the joints dust free with high pressure air jet cleaners,all complete as per direction of the Engineer in charge.( Pre moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having ompresnation more than 35% confirming to IS 1838 for fibre board and IS 1834 for hot sealing bitumen compound grade A ) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
140	Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC sructures like retaining walls of the basement,wter tanks,roof slabs, podiums, reservoir,sewage & water treatment plant, tunnels/subway and bridge deck etc. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
141	For vertical surface two coats
142	For horizontal surface one coats
143	Grading roof for water proofing treatment with cementconcrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
144	Providing and placing in position suitablr PVC water stops confirming to IS : 12200 for construction expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc.complete.Dumb bell central bulb ( 180mm wide 8mm thick ) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
145	Supplying and fixing of Padler flanges of 100mm dia. As per approved design including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
146	SANITARY INSTALLATIONSProviding and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make Jaquaror equivalent
147	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make Jaquaror equivalent
148	White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
149	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make Jaquaror equivalent
150	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge. Make Jaquaror equivalent
151	15 mm nominal bore
152	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make Jaquaror equivalent
153	15 mm nominal bore
154	Providing and fixing toilet paper holder : including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make Jaquaror equivalent
155	C.P. brass
156	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make Jaquaror equivalent
157	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make Jaquaror equivalent
158	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.Make Jaquaror equivalent
159	600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms.
160	Providing and fixing of CP brass Health faucet with 8mm dia 1Per running Metre. Long PVC tube and wall hook fixed to wall with rawl plug and CP brass screws complete.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge(Make: Jaquar Cat. No.(ALD-CHR-573) or equivalent make as approved by Engineer-in-Charge)
161	Prividing and Fixing 1.5 feet long connecting hose with nuts at both ends complete. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge (Make: Jaquar Cat.No.(ALD- CHR-805B) or equivalent make as approved by Engineer- in-Charge) for health faucet
162	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge:Kitchen sink with drain board 510x1040 mm bowl depth 250 mm
163	Providing and fixing J shaped Sink Cock including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge (Make: JaquarCat.No.(5347N) or equivalent make as approved by Engineer-in-Charge)
164	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer inchargeConcealed work, including cutting chases and making good the walls etc.
165	20 mm nominal dia Pipes
166	25 mm nominal dia Pipes
167	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer inchargeInternal work - Exposed on wall
168	25 mm nominal dia Pipes
169	32 mm nominal dia Pipes
170	40 mm nominal dia Pipes
171	50 mm nominal dia Pipes
172	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
173	25 mm nominal bore
174	32 mm nominal bore.
175	40 mm nominal bore
176	50 mm nominal bore
177	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
178	20 mm nominal bore
179	25 mm nominal bore
180	Providing and fixing rectangular high density polyethylene water storage loft tank with cover,conforming to ISI:12701,colour of opaque white or as approved by engineer-in-charge.the rate includes making necessary holes for inlet,outlet & over flow pipes.the base support including fittings & fixtures for tank shall be paid separately. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
181	Providingandfixingin position uPVC SWR floor trap conforming to IS:13592including providing necessary steel support and as per Specification. Making proper connection cutting chase / holein floors / slabs and bringingthesame inpropercondition andshapeafter placingthe trap in rightpositioncompleteasrequired. The hopper and trap shall be set in cement concrete mix 1:2:4 complete as required. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge(P/S trap) Make: Astral/Ashirvad/Prince or equivalentas approved by engineer-in-charge. (110X110mm)
182	Providing and fixing uPVC SWR Pipes class B (IS:13592) with all injection moulded fittings complete including jointing with solvent cement including cutting and making good the walls wherever required. (For Rain water pipes). Nothing extra will be paid for supports.(Inside Toilets, Kitchen).Make: Make: Astral/Ashirvad/Prince or equivalentas approved by engineer-in-charge.including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge160 mm outer dia
183	Providing and fixing uPVC SWR Pipes class B (IS:13592) with all injection moulded fittings complete including jointing with solvent cement including cutting and making good the walls wherever required. (For soil & waste pipes). Nothing extra will be paid for supports.(Inside Toilets, Kitchen).Make:Make: Astral/Ashirvad/Prince or equivalentincluding carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge110 mm outer dia
184	Providing and fixing uPVC SWR Pipes class B (IS:13592) with all injection moulded fittings complete including jointing with solvent cement including cutting and making good the walls wherever required. (For soil & waste pipes). Nothing extra will be paid for supports.(Inside Toilets, Kitchen)including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge .Make: Astral, Ashirvad & Prince 75 mm outer dia
185	Providing,layingandfixingP.V.C.pipeofdia. withfittingssuchasbends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Inside Toilets) including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge .Make: Astral, Ashirvad & Prince40 mm outer dia
186	Providing and Fixing in position UPVC ultra violet stabilized 110mm outer diameter cowl dome confirming to I.S.4985 including making joints with solvent cement etc.complete. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge Make: Astral, Ashirvad & Prince
187	Providing and Fixing in position UPVC ultra violet stabilized 75mm outer diameter cowl dome confirming to I.S.4985 including making joints with solvent cement etc.complete. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge Make: Astral, Ashirvad & Prince
188	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
189	150 mm dia. R.C.C. pipe
190	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
191	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 Per Kilogramme (weight of cover 23 Per Kilogramme and weight of frame 15 Per Kilogramme) :With Sewer bricks conforming to IS : 4885
192	Extra for depth for manholes :Size 90x80 cm With Sewer bricks conforming to IS : 4885
193	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 Per Kilogramme and frame to be not less than 2.70 Per Kilogramme as per standard design: including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
194	150 x 100 mm size P type 19.4.2.2 With sewer bricks conforming to IS : 4885
195	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge . External work
196	40 mm nominal dia Pipes
197	50 mm nominal dia Pipes
198	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
199	40 mm nominal bore
200	50 mm nominal bore
201	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
202	150 mm dia. R.C.C. pipe
203	250 mm dia. R.C.C. pipe
204	450 mm dia. R.C.C. pipe
205	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) :8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) finished with a floating coat of neat cement complete as per standard design :including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
206	Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than 38 Per Kilogramme(weight of cover 23 Per Kilogramme and weight of frame 15 Per Kilogramme) :With Sewer bricks conforming to IS : 4885
207	Extra for depth for manholes :Size 90x80 cm With Sewer bricks conforming to IS : 4885
208	Extra for depth for manholes Size 120x90 cm With Sewer bricks conforming to IS : 4885
209	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 Per Kilogramme (weight of cover 108 Per Kilogramme and weight of frame 100 Per Kilogramme) :With Sewer bricks conforming to IS : 4885
210	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants &machineries required for the job, all complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge upto 90 metre depthbelow ground level.
211	All types of soil 300 mm dia
212	Rocky strata including Boulders 300 mm dia
213	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge
214	150 mm nominal size dia
215	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
216	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
217	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
218	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M- 25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
219	Providing and fixing in position precast RCC manhole cover and frame Rectangular shape 600x450 mm internal dimension including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
220	Making soak pit 2.5m dia.3.0m deep with 45x45 cm dry brick honey comb shaft with bricks and S.W.drain pipe 100mm dia.,1.8m long complete as per standard designwith common burnt clay F.P.S.( non modular ) bricks of class designation 7.5 including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
221	Providing and fixing in position pre cast R.C.C.manhole cover and frame of required shape and approved quality Circular shape 560mm internal dia. including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
222	Providing and laying non pressure NP 2 class ( light duty ) R.C.C.pipes with collars jointed with stiff mixture of cement mortor in the proportion of 1:2 ( 1 cement : 2 fine sand ) including tecting of joints etc.complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
223	150mm dia.R..C.C.pipe
224	Fire FightingSupplying, installing, testing and commissioning of intelligent analog adressable photothermal detector complete with mounting base complete as required including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
225	Supplying & laying of 2x1.5 spmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
226	Supplying, installing, testing and commissioning of adressable manual call point complete as required including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
227	Supplying, installing, testing and commissioning of adressable horn Per cubic Metre strobe complete as required including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
228	Supply installation testing commisioning of 6Zone, voice alarm controller with USB, MP3 Player with seamless integration facility with main fire alarm panel for voice evacuation complete as required including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
229	Supplying, erecting, testing and commissioning sound column 6Watt complete as required including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
230	Supplying & installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the foloowing loop modules and capable of supportingnot less than 240 devices (including detectors) and minimum 120 detectorsper loop and loop length up to 2km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230+-5%V, 50hz), 48hrs back-up with 24 volt seales maintenance fress batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voiceevacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories. The panel shall be compactible for IBMS system with all accessories. The panel shall becompactible for IBMS sytem with open protocol BACnet/ Modbus over IP complete as per specifications including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.One Loop Panel
231	Supplying & erecting Water Carbon Dioxide (CO2) fire extinguisher of 9Ltr capacity cartridge type conform to IS 2878 /15683 complete erected with necessary clamp made from 50 x 6 mm. M. S. flat with nut & bolts grouted in wall complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
232	Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 Per Kilogramme. capacity cartridge type conform to IS 2878 /15683 complete erected with necessary clamp made from 50 x 6 mm. M. S. flat with nut & bolts grouted in wall complete including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
233	Supplying and erecting ABC powder type fire extinguisher as per IS : 13849 /15683 of 6 Per Kilogramme capacity with necessary clamp for erection on wall including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
234	Supplying and erecting FM 200 (Clean Agent Type) type fire extinguisher as per IS : 13849 /15683 of 4 Per Kilogramme capacity with necessary clamp for erection on wall including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
235	Electrical InstallationWiring for Light Point / Fan Point / Exhaust Fan Point / Call Bell Point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch, modular plate, suitable GI Box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.)
236	Group C
237	Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required. including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
238	2 x 1.5 sq.mm + 1 x 1 sq.mm earth wire
239	2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire
240	2 x 4 sq.mm + 1 x 4 sq.mm earth wire
241	Supplying and Fixing of following sizes of medium class PVC conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
242	25 mm
243	32 mm
244	Supply and Fixing two module step type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
245	Supplying and fixing suitable size GI Box with modular plate & cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
246	Supplying and fixing suitable size GI Box with modular plate & cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 modular socket outlet and 5/6 A modular switch, connections etc. as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
247	Supply and drawing of UTP 4 pair CAT 6 LAN cable in the existing surface / recess steel / PVC conduit as required including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.1 run of cable
248	Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
249	Telephone socket outlet
250	Supplying and fixing following size / modules, GI box along with modular base and cover plate for modular switches in recess etc. as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
251	1 or 2 module (75mm x 75mm)
252	3 module (100mm x 75mm)
253	4 module (125mm x 75mm)
254	6 module (200mm x 75mm)
255	8 module (125mm x 125mm)
256	Supplying and fixing following Modular base & Cover Plate on existing modular metal boxes etc.as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
257	1 or 2 module
258	3 module
259	4 module
260	6 module
261	8 module
262	Supply and Fixing following way horizontal type three pole and neutral, sheet steel, MCB distribution board, 415V, on surface/recess, complete with tinned copper bus bars ,neutral bus bar,earth bar, din bar,interconnection powder coated,as required(with out MCB/RCCB/MCCB)including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
263	6WAY (4+18), Double Door
264	Supplying and Fixing 5A to 32A rating, 240/415V, 10kA, \"C\" curve,miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc.as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
265	Single Pole
266	Supplying and Fixing rating, double pole, 240V. Isolator in the existing MCB DB complete with connections, testing and commissioning etc.as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
267	40 A
268	Supplying and Fixing rating, Four pole, 415V. Isolator in the existing MCB DB complete with connections, testing and commissioning etc.as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
269	40A
270	63A
271	100A
272	Earthing with GI earth pipe 4.5 metre long, 40mm diameter including accessories, and providing masonry enclosure with cover plate having locking arrangemet and watering pipe etc. with charcoal, coke and salt as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge.
273	Providing and laying earth connection with earth electrode with 6 SWG dia GI wire in 15mm dia GI pipe from earth electrode including connection with GI thimble excavation and re-filling as required. including carriage of material upto all leads and lifts and as per directionof Engineer incharge.
274	Providing and fixing 6 SWG dia GI wire on surface or in recess for loop earthing along with existing surface / recess conduit / submai wiring / cable as required. including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
275	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and re-filling the trench etc. as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
276	up to 35 sq.mm
277	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC / HUME / METAL Pipe as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
278	up to 35 sq.mm
279	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
280	up to 35 sq.mm
281	Supply, laying connecting and testing of multi-core telephone armoured /unarmoured cable of conductor size 0.6mm dia annealed copper conductor PVC insulated PVC sheathed jelly fitted (as per DOT specification )cable as required including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
282	20 pair telephone armoured cable
283	Supply and fixing connecting and testing of under noted size of solderless telephone tag block krone make in surface in wall required size of M.S. box with hinged lockable cover duly slove enamel painted. including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
284	20 pair tag block
285	Supplying and fixing M.S. box with modular type (RJ-45) outlet for LAN complete as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
286	Supply, installation, testing and commissioning of pure server based IP-PBX with 24 analog extension with CLI facilities System complete as required.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. Polycab,havells make or as approved by Engineer incharge.
287	Supply, installation testing and commissioning of Brodband Lan connection complete as requird with 10MBPS Speed.including carriage of material upto all leads and lifts and as per directionof Engineer incharge. make or as approved by Engineer incharge.
288	Supply installation testing and commissioning of 24 port L2 Managed switch having port density 24 Nos of 10M/100M/1G RJ45 Port POE /POE + ports, 2 Nos of GbE RJ45/SFP Combo port, 1X console, available POE power 370W, 52 Gbps switching bandwidth, 8K MAC address support, support L2 feature STP, RSTP, MSTP, Support 802, 1Q VLAN, port based VLAN, 4K VLAN entries, MAC based VLAN, IP subnet based VLAN, Support IEEE 802.3ad LACP, L3 features - static routing, DHCP feature, Device Management system - topology view, floor view, map view, dashboard, traffic monitoring, cable diagnostics, CE, FCC certified.including carriage of material upto all leads and lifts and as per directionof Engineer incharge(Approved Make - Cisco/Juniper/Axis/Impulse/Mobotix/Avigilon)
289	Design, manufacture, supply, installation, testing and commissioning of 2mm thick MS sheet steel fabricated cubicle type Panel dust and vermin proof complete with hinged and locable doors. The Sheet Steel shall under go minimum eight tank treatment followed by finishing treatment of power coating with 70 micron minimum thickness. All the panels shall be floor mounted and dead front construction complete with interconnections.Note:-The Panel shall be FRONT operated with the cable entry from the top bottom. Earth bus shall be part of the panel. ( All MCB to be \"C\" Curve) The following provision shall be required to be made in the Distribution Panel as detailed below
290	All the accessible parts shall be shrouded with 1mm thick polycarbonate /3mm thick ERP sheet and all the equipment shall be finger touch proof. The busbar insulation shall be with heat shrinkable sleeves according to the colour code. SMC shrouds and busbar support shall be used. All MCCB door handle shall be interlocked and lockable OFF position. Galvanised hardware with zinc passivation shall be used in fabrication of switchboard. SuitableAluminium earth to be provided throughout the lenghth of switchboard. All indications lamps/ illuminated push buttons shall be LED type. Cost of all motor starter shall be fed form 440 V / 230 V Control Trasnformer. All MCCB shall be variable plug setting type with the thermal magentic Ics=100% Icu & rotary handle.All controls power wiring shall be broughtout upto cable alley in the terminal blocks. An approval shall be taken for each panel before manafacturing. Provision of one 6/16 amp socket & compartment lighting for each vertical section of main panel. All breaking capacity for MCCB to be Ics=100%Icu. All MCB to be C Curve. Incoming 1 no. of 200 Amp FP MCCB of 35 KA breaking capacity & Trip setting as required. Metering for incomingDigital Multification meter (MFM-4) with RS-485 communication port for measurment of PF, V, A & Hz, equivalent to EM6459, with CT as requiredPhase indicating lamps RYB with 2Amps SP MCB back up.BUSBARElectrolytic high conductivity aluminium three phase and neutral busbar rated at 400 amps, 15KA, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. Current density of Bus Bar to be 1.2 sq.mm / amp.OUTGOINGS6 nos 63Amp 10kA 440 volt, FP MCB1 nos 100Amp 16kA 440 volt, FP MCCB along with 100 FP Contractor 2 nos 160Amp 16kA 440 volt, FP MCCB along with 100 FP Contractor
291	Providing and fixing 63 Amp FP MCCB of 16 KA breaking capacity & Trip setting as required.( MAIN LIGHT PANEL)( MAIN RAWPOER PANEL) ( MAIN EMERGENCY PANEL) including carriage of material upto all leads and lifts and as per directionof Engineer incharge
292	Providing and fixing 140 Amp FP MCCB of 16 KA breaking capacity & Trip setting as required.( MAIN AC PANEL)(PUMP PANEL) including carriage of material upto all leads and lifts and as per directionof Engineer incharge
293	Supplying, Fixing, testing and commissioning of recessed mounted luminaire of 34W LED 600x600 of 5700K suitable for operation on 230 volt 50 Hz, Single phase AC supply with all accessories complete for ceiling, Havells Cat No: LHEWEBP6IN1W034 or equivalent make. including carriage of material upto all leads and lifts and as per directionof Engineer incharge Make Havells,wipro,philipsor as approved by Engineer incharge.
294	Supplying, Fixing, testing and commissioning of recessed mounted circular 12W LED downlighter with CRCA / pressure diecast aluminium heat sink & white finish polycarbonate diffuser, complete with electronic LED driver, efficacy better than 90 lumens / watt with CRI > 80 including making suitable arrangement for fixing on false ceiling & connection complete as required.. including carriage of material upto all leads and lifts and as per directionof Engineer incharge Make Havells,wipro,philipsor as approved by Engineer incharge.
295	Supplying, Fixing, testing and commissioning of Flood Light 70W LED light suitable for operation on 230 volt 50 Hz, Single Phase AC supply with all accessories complete as required . including carriage of material upto all leads and lifts and as per directionof Engineer incharge Make Havells,wipro,philipsor as approved by Engineer incharge.
296	Supplying, Fixing, testing and commissioning of 8W LED Mirror light complete as required . including carriage of material upto all leads and lifts and as per directionof Engineer incharge Make Havells,wipro,philipsor as approved by Engineer incharge.
297	Supply and Fixing of 6x6 Exhaust Fan for opertaion of 230V olt 50Hz ,Sinlge phase AC Supply with all accessories complete as required. . including carriage of material upto all leads and lifts and as per directionof Engineer incharge Make Havells,wipro,philipsor as approved by Engineer incharge.
298	Supplying, Erection, Connecting, testing and commissioning of 1200mm sweep ceiling fan with GI Fa box, blades, down rod, shackle insulator, canopy etc. including providing of electronic step regulator with faceplate matching the existing modular swithces as required including carriage of material upto all leads and lifts and as per directionof Engineer incharge Make Havells,wipro,philipsor as approved by Engineer incharge.
299	Supply, unloading, installation at Ground Floor, testing & commissioning of micro processor / DSP controlled 5 KVA UPS, IGBT based rectifier to achieve THDI < 5% and input power factor of greater than 0.95 at 50% loading. True Online Double Conversion (VFI as per IEC 62040-3). UPS using PWM IGBT technology, 1 phase input and 1 phase 230 V output UPS system, and each comprising of the following:including carriage of material upto all leads and lifts and as per directionof Engineer incharge Make Havells,wipro,philipsor as approved by Engineer incharge.
300	125% rated Rectifier Per cubic Metre charger unit + 100% rated invertor, Integrated in UPS module 100% rated inbuilt static switch at the invertor output + 2 Nos 100% rated inbuilt static switches at the static bypass line 100% rated inbuilt maintenance bypass100% rated moulded case battery circuit breaker having thermal, magnetic and Automatic U/V trip mechanics Web-enabled Monitoring and Management through SNMP protocols for multi-OS environments. 100% rated External Galvanic isolation transformers of K-13 Delta/Zigzag type for isolation of input neytral with output neutral, to be installed after UPS as shown in drawing enclosed
301	Supply, unloading, installation at Basement, testing & commissioning of Lead Acid Sealed maintenance free batteries for 5KVA UPS system, for providing 15 minutes backup to 5KVA UPS for full load. The bank of batteries shall comprise required Nos of batteries complete as required. Battery sizing calculation are to be submitted for approval.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
302	Supply, unloading, installation at Basement, testing & commissioning of matching cabinet/ open racks to house SMF batteries for 5KVA UPS system along with interconnecting links, MCB, etc. complete as required & as per specifications.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
303	Supplying, Laying, testing and commissioning of flexible single core copper cable of finolex / Skyline / Havells / Nyvin make for interconnections between UPS to UPS, UPS to batteries, UPS to Isolation Transformer, complete as required for 5KVA UPS, including providing battery circuit breakers as required. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
304	Supply, installation, testing & commissioning of UPS monitoring software suitable for RJ-45 communication and capable of giving pop up messages for all alarms received from UPS. It shall be capable of following:including carriage of material upto all leads and lifts and as per directionof Engineer incharge
305	giving notifications like e-mail, paging notification, broadcast notification, battery replacement notification, run event-based scripts Event logging, data logging and action logging (with date, time, description of fault and event) run the battery diagnostic test Automated unattended shutdown of computers Local notification through audible alarm Software should support Microsoft Windows NT / 2000 / Server, 2003/XP, AIX, HP-UX, Sun Solaris, Linux, Novel Netware UPS described as above complete in all respects including carriage of material upto all leads and lifts and as per directionof Engineer incharge
306	Providing and fixing of self illuminated /auto glow \"EXIT\" signs printed on toluminescent sheet containing self illuminated base chemical, of appropriate size not less than 400 x 150 mm, suspended from ceiling or fixed to the walls with accessories as required and as directed at site. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
307	Supply testing of under noted sizes of Aluminium conductor XLPE insulated PVC sheathed & sleeved armoure and overall PVC sleeved 1.1KV grade power distribution cables conforming to relevant IS code. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
308	4 x 10 sq.mm Al Armoured
309	4 x 16 sq.mm Al Armoured
310	4 x 20 sq.mm Al Armoured
311	4 x 25 sq.mmAl Armoured
312	3.5 x 50 sq. mmAl Armoured
313	3.5 x 70 sq.mmAl Armoured
314	3.5 x 95 sq.mmAl Armoured
315	Supply, installation, testing & commissioning of colour dome camera with 2MP along with suitable lens, stainless steel brush finish plate etc. complete as required & as per specifications (For Basement Lift Lobby and Entrance Hall & Terrace Lobby) including carriage of material upto all leads and lifts and as per directionof Engineer incharge
316	Supply and Installation testing and commissioning 4MP Bullet camera, ONVIF profilr SNG, UL, CE, FCC certified, 1/2 8\" Progressive Scan CMOS, 2.8mm to 12mm motorized varifocal lens ,min illuminated : 0.05 Lux @ ( F1 2, ACG ON), 0 Lux with IR, Shutter Speed :1/5s -1/100,000s 90dB WDR , SD card support ,Alaram trigger - 1 input /1 output , Video Compression : H 265,H 264 ,frame rate :30fps @ 3MP ,Edge analytic line crossing , perimeter intrusion , Face delection , cross counting , stationary object , In built IR LED , IR Distance upto 60 meters , IP 66, POE. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
317	Supply, installation, testing and commissioning of 1 Professional DVR with 16 Video Input,H 264 Compression -D 1 Display Resolution with 2.5TB HDD, Expandable up to 8TB , Total recording Irames @ 400 fps, Recording based on Continous, Motion, Scheduled or alarm, Remote backup through TCP/P,HTTP Networkable, backup by USB/DVDWR, Client software include, POS Transcation data recording with image, Supplied with Licensed OS, keyboard & mouse, complete as required and as per specification. The DVR shall be integrated with Access control system ( Along with 2 nos. 4 TB) including carriage of material upto all leads and lifts and as per directionof Engineer incharge
318	Supply, installation, testing and commissioningSAMSUNG 40\" Full LED Professional Display for Monitoring with mounting accessories.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
319	Supply, installation, testing & commissioning of 5 metre hot dipped galvanised octagonal pole with 130 mm bottom A/F and 70 mm top A/F made upto 3 mm thick. HT sheet along with base plate of size 200x200x12 mm thick (without bracket) and including foundation along the provision of cable entry.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
320	Supply at site, installation, testing & commissioning of 3-phase,415volt, 1500RPM, 50Hz, Diesel Generator set of 80KVA at 0.8 lagging diesel engine alternator set mounted on common base frame in outdoor type acoustic enclousre with built in fuel tank of required capacity along with additional day tank capacity of 990 litres including fuel piping, level indicator, and valves as required, with AMF Panel, battery, battery charger, return fuel cooler, ani vibration mounting pads including residential silencer, engine alternator,pcc based auto start & synchronization set, safeless with accessories and control cabling for AMF panel up to 50Per running Metre, length as per specfication complete as required. Diesel engine shall conform to IS:10000 and Alternator shall be self excited complete withAVR to IS:4722 including carriage of material by mechanically & manual upto all lead & lift and as per direction of Engineer incharge.
321	Supplying and fixing of undermoted \"B\" class MS pipe for DG exhaust complete with bends, elbow flanges etc.as required. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
322	125 mm dia pipe
323	Supply and fixing of 50mm thick compressed mineral wool insulation ( Rock wool) for D.G. exhaust pipe with 22 gauge aluminium sheet clading etc. as required for the under mentioned dia pipe.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
324	125 mm dia pipe
325	Fabrication of supports for exhaust pipe, fuel pipe or for any other purpose out of M.S. structural steel including supplying and applying of enamel paint of approved shade after one coat of steel printer of reputed company. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
326	Supplying & erecting end pole D. P. Structure for 11/0.415 KV, 100 KVA Transformer with R.S.J. Pole 2 Nos. of size 100 x 116 mm x 11 Per running Metre. Long with suitable Distribution Box of C.R.C.A. Sheet 16 SWG with L.T. Cable, 4 Pole MCCB 300 Amps as incomer & 6 Nos.100 Amps MCCB for outgoing circuits. transformer D.P. Structure includes the A. B. Switch 200 Amps, D.O. fuse Set & L.A. Set. 2 Nos. Top channel of size 100 mm x 50 mm for erection of A.B. Switch & 2 Nos. Base channel of size 100 mm x 50 x mm for erecting Transformer. Channel of size 75 x40 mm for erecting D.O. Fuse Set, L.A., A.B. Switch handle etc. Angle of size 50 x 50 x6 mm for erecting Distribution Box , Transformer Belt etc.as per drawing (min. 124 Per Kilogramme. iron work ) with necessary clamps, Nut-bolts. vee cross arm, top clip, insulators etc. complete with caution board & barbed wire. Pipe Type & Plate Type Earthing with suitable size Earthing Strips. D.P. Structure shall be erected in c.c. foundation complete. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
327	Supplying, installing, testing & commissioning 3 phase, 11/0.433 kV, 50 Hz., 200 kVA, oil immersed and naturally cooled outdoor type, copper wound transformer, delta/star connected with additional neutral brought out on load side, temperature rise should not exceed 40oC by thermometer in oil and 45 Degree C by the resistance in winding at full load rating, with HV tapping (with off load tap changer) off load +5 to -10 in steps of 2.5%, with standard accessories complete with test certificate with losses below ........ Watts at 50% load, ...... Watts at 100% load as per IS:1180 - 2014 energy efficiency level II, with necessary permissions of Electrical Inspector. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
328	Main Panel : ( OUT DOOR Type ) Supply & Erection of 4P MCCB of ratings 300 / 400 A with short circuit ratings of 25 KA capacity complete erected in provided enclosure & connected with extended busbars / leads or spreader links & phase barriers on incoming & outgoing side with extended rortary handle other mountings accessories duly erected in an approved manners. It includes the rate door lock, hinges, & rubber gasketing necessary hardwares & control wiring complete. ( MCCB with Thermal Magnetic )including carriage of material upto all leads and lifts and as per directionof Engineer incharge.
329	Busbar :- Copper busbar of 300 A Electrolytic Grade with colour coadiing heat shrinkable sleeves supported with epoxy & finger type insulators of 50KA ratings. Connection should be done with brass nut bolts with plain washer .Clearance should be maintain as per IS Standards between Two Busbars & Compartment. Earthing bus also provieded at the bottom from one end to unother end to connect the external earthing.
330	Multifunction Meter ( Which Measures - Current, Voltage, Frequency, KWH, etc.) with CT - 1 Nos. (Secure - 445 ) LED Types of Indicating Lamps with Fuses.Set of Indicating Lamp R - Red, Y-Yellow, B-Blue, Earth Leakage Relay with CT of 0.5A to 5A setting Outgoing Side Supply & Erection of 4P MCCB of ratings 200 A with short circuit ratings of 25 KA capacity complete erected in provided enclosure & connected with extended busbars / leads or spreader links & phase barriers on incoming & outgoing side with extended rortary handle other mountings accessories duly erected in an approved manners. It includes the rate door lock, hinges, & rubber gasketing necessary hardwares & control wiring complete. ( MCCB with Thermal Magnetic ) ---do--- 4P MCCB 160 A 25 KA -----do ----- - 1 No. ---do--- 4P MCCB 100 A 16 KA -----do ----- - 1 No.Supplying & erecting & marking miniature circuit breaker (As per IS:8828 of 1996) Four pole 40 Amp 10 KA with required wiring connections & lugs ferruling at both the ends of wires etc. in provided panel board complete with terminal block of suitable ampere rating and Din rail channel. - 2 Nos. ---do--- 4P MCB 32A 10 KA ----do ----- 2 Nos.---do--- 4P MCB 25A 10 KA ----do ----- 2 Nos.---do--- 2P MCB 40A 10 KA ----do ----- 2 Nos.
331	Note : - Panel should be manufactured as per approved GA Drawings. Dust proof rubber gasketing. MCCB & MCB compartments should be indipendently easily openable / lockable through SS door lock. Three Panel key provided with each panel. Panel should be mounted on M.S. stand of angle frame of 600 mm height & duly grouted with anchor fastner.
332	Supply & Erection of 4P MCCB of ratings 200 A with short circuit ratings of 25KA capacity complete erected in provided enclosure & connected with extended busbars, spreader links & phase barriers on incoming & outgoing side with extended rortary handle other mountings accessories duly erected in an approved manners. It includes the rate door lock, hinges, & rubber gasketing necessary hardwares & control wiring complete. - 1 Nos.
333	L.T. Panel floor mounting free standing fabricated from CRCA sheet 14 Guage including cutting bending, welding reveting etc. and painting with one coat of red oxideand 2 coats of enamel paint / powder coated compartments with hinged cover and with the following mountings complete prewired and tested ( APFC Panel )including carriage of material upto all leads and lifts and as per directionof Engineer incharge.
334	Construction : APFC Panel 415V, 50Hz, 3 Phase 3 wire, A.C.Supply. Panel Shall Be CRCA sheet metal enclosed type suitable for Free standing floor mounting. The Encloser Load Member Shall be Made of 14SWG. Door, Cover Shall be 16SWG, Gland / Top Plate Made Of 10 SWG. The Design shall be Front Type Except Incomer.The Panel Shall have IP-54 degree of protection. TPN Busbar shall have High Conductivity tinned copper Electrolatic E 91E Grade, Neutral Busbar Rating shall not be less than 50% of Phase Busbar. The Fault Level of the LT Busbar is 50KA, With Non-hygroscopic anti-tracking Material, All Bolt shall cadmium plated type. Cable entry for all panels from bottom.including carriage of material upto all leads and lifts and as per directionof Engineer incharge.
335	For automode, 8 step power factor control relay unit to be provided in APFC incomer in APFC relay power factor indication digital type and auto selection with communication facility. Panel use in auto aswell as manual mode If mode selector If mode selector switch is kept in manual mode it shall be possible to switch the capacitor banks ON and OFF in any sequence. Through push buttons provided for each bank. Each bank shall also be provided with ON indication lamp. In the manual mode the following features shall be present. Between switching ON operation of banks there shall be time delay of about 70 sec. similar time delay shall be present from bank switching OFF to bank switching ON to ensure full discharged capacitor condition, to prevent dangerous system The time delays as bove shall be adjustable from 0 - 120 seconds.INCOMING : 1 no. 100 Amp 3 Pole MCCB, With 1 set of Indicating Lamp LED Type, Digital APFCR meter with MCB & Resin cast Current Transformer 1000/5A, Cl- 1, 15VA, with MCB.OUT GOING : Each bank consist of capacitor duty contactor, MCB and capacitors with required accessories. Total KVAR ratings of capacitors - 30 KVAR 1) MCB 16A - 2 Nos. Connected to 5 KVAR Bank - 4 Nos.2) MCB 10A - 2 Nos. Connected to 3 KVAR Bank - 2 Nos.3) MCB 10A -2 Nos. Connected to 2 KVAR Bank - 2 Nos.
336	Supplying & erecting L.T. XLPE armoured cable 1100V. grade with I.S.I. mark stranded / Solid Aluminium with G.I.saddles screwed, with continuous 12 SWG G.I. earth wire complete erected on wall with M.S.clamps / in provided trench / in provided pipe in an approved manner. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
337	A) ---do --- 31/2C X 70 Sq.mm Aluminium
338	B) ---do --- 31/2C X 95 Sq.mm Aluminium
339	Making trench of suitable width and depth in hard murum / tar road for laying provided LT cable of 16 sq. mm & above and covered with half round hume pipe complete as per specification no. CW-EXN-CTRincluding carriage of material upto all leads and lifts and as per directionof Engineer incharge
340	Erecting of LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3 X 240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
341	Liasioning Charges for obtaining approval of the substation drawing & other offical doPer cubic Metrenetation, No obection certificate from Electrical Inspector & other PWD Officer . including carriage of material upto all leads and lifts and as per directionof Engineer incharge
342	Liasioning Charges for completing all the formalities for sanctioning the load from M.S.E.D.C.L, Testing of metering cubical & other inspection on site to complete charging of the installationincluding carriage of material upto all leads and lifts and as per directionof Engineer incharge
343	Supply, installation, testing & commissioning of 4 metre hot dipped galvanised octagonal pole with 130 mm bottom A/F and 70 mm top A/F made upto 3 mm thick. HT sheet along with base plate of size 200x200x12 mm thick (without bracket) and including foundation along the provision of cable entry. including carriage of material upto all leads and lifts and as per directionof Engineer incharge
344	Supply, installation, testing & commissioning of 4 nos of M16x450 long \"J\" type EN8 grade foundation bolts along with templatesincluding carriage of material upto all leads and lifts and as per directionof Engineer incharge.
345	Supply, installation, testing & commissioning of 16 Per running Metre hot dip galvanised octagonal pole with 130 mm bottom A/F and 70 mm top A/F made upto 3 mm thick. HT sheet along with base plate of size 200x200x12 mm thick (without bracket)including carriage of material upto all leads and lifts and as per directionof Engineer incharge
346	Supply, installation, testing & commissioning of 4 nos of M20x600 long \"J\" type EN8 grade foundation bolts along with templatesincluding carriage of material upto all leads and lifts and as per directionof Engineer incharge
347	Supply, installation, testing & commissioning of 1 Per running Metre long hot dip galvanised Single arm Special bracket (Model : Type 5) cross arm made up of GI pipe suitable to mount on pole having top 70mm A/F. Model : Type 5including carriage of material upto all leads and lifts and as per directionof Engineer incharge
348	Supply, installation, testing & commissioning of Street Light of 30W Light Fixtureincluding carriage of material upto all leads and lifts and as per directionof Engineer incharge
349	Hi wall Split AC Unit ( Heat & cool model ) Supply , Installtion , Testing & Commissoing of Hi wall Split Unit (3 or 5 star Rating , Inverter Technogoly ) With Rotary Compressor & Cordless Control of following capacity with/floor mounted OUD Stand .including carriage of material upto all leads and lifts and as per directionof Engineer incharge
350	1 TR Air - Heat & Cooled Split Unit
351	1.5 TR Air - Heat & Cooled Split Unit
352	2 TR Air - Heat & Cooled Split Unit
353	Casstte AC Unit ( Heat & cool model ) Supply , Installtion , Testing & Commissoing of Hi wall Split Unit (2 to 5 star Rating , Inverter Technogoly or only Inverter ) With Rotary Compressor &ordless Control of following capacity with/floor mounted OUD Stand .including carriage of material upto all leads and lifts and as per directionof Engineer incharge
354	3 TR Air Heat & Cooled 4 way Casstte AC Unit
355	Supply, installation, testing & commissioning of the insulated refrigerant piping for all the units of OutdoorUnitsas per specifications with insulation of thick 19 mm Nitrile rubber through out the running length of the refrigerant piping. Nitrile Rubber of Density 50+/-20% ( Class O ) Per Kilogramme/m3 to interconnect Indoor & Outdoor Units for each circuit -including carriage of material upto all leads and lifts and as per directionof Engineer incharge
356	Ref. Copper Piping for Casstte AC 4 TR
357	Supply, installation, testing & commissioning of the insulated refrigerant piping for all the units of Outdoor Unitsas per specifications with insulation of thick 19 mm Nitrile rubber through out the running length of the refrigerant piping. Nitrile Rubber of Density 50+/-20% ( Class O ) Per Kilogramme/m3 to interconnect Indoor & Outdoor Unitsincluding carriage of material upto all leads and lifts and as per directionof Engineer incharge
358	for each circuit - Ref. Copper Piping for Split AC 1 TR
359	Ref. Copper Piping for Split AC 1.5 TR
360	Supply, Installation, testing & commissioning of Cu/Communication shielded cabling between ODU & IDU and between ODU & central controller in flexible PVC Conduit.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
361	control cabling from indoor to outdoor unit Casstte AC - 4 TR ( 3 C X1.5 sq.mm )
362	power supply Cable casstte AC -4 TR indoor to Out Door ( 3 C X 2.5sq.mm)
363	Supply, Installation, testing & commissioning of Cu/ Communication shielded cabling between ODU & IDU and between ODU & central controller in flexible PVC Conduit.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
364	Control cabling from indoor to outdoor unit Split AC & Casstte AC( 4 C X 2.5 sq.mm )
365	Supply , Installtion testing & Commissoing of PVC hard drain piiping with fitting , Valves & Insulation with 10 mm for indoorAppllication Closed Cell nitrile rubber 60+/-10 Per Kilogramme/m3.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
366	19 mm Dia.
367	Copper piping Try if required.
368	Timer For CCTV Room
369	Supply , Installtion testing & Commissoing of PVC hard drain piiping with fitting , Valves & Insulation with 10 mm for indoor Appllication Closed Cell nitrile rubber 60+/-10 Per Kilogramme/m3.including carriage of material upto all leads and lifts and as per directionof Engineer incharge
370	19 mm Dia.

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